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Flood Frequency of Unregulated Streams of Tennessee Using Regional-Regression Equations and the Region-of-Influence Method

机译:使用区域回归方程和影响区域方法的田纳西州无管制河流洪水频率

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Up-to-date flood-frequency prediction methods for unregulated, ungaged rivers and streams of Tennessee have been developed. Prediction methods include regional-regression equations and the newer region-of-influence method. The prediction methods were developed using streamgage records from unregulated streams draining basins having from 1 percent to about 30 percent total impervious area. However, these methods should not be used in heavily developed or storm-sewered basins with hydraulically-effective impervious areas greater than 10 percent. The methods can be used to estimate 2-, 5-, 10-, 25-, 50-, 100-, and 500-year recurrence-interval floods of most unregulated rural streams in Tennessee. A computer application was developed that automates the calculation of flood frequency for unregulated, ungaged streams of Tennessee. rnRegional-regression methods were derived by using both single-variable and multivariable regression analysis. Contributing drainage area is the explanatory variable used in the singlevariable equations. Contributing drainage area, main-channel slope, and a climate factor are the explanatory variables used in the multivariable equations. Average deleted-residual prediction errors for the single-variable equations ranged from 32 to 65 percent. Average deleted-residual prediction errors for the multivariable equations ranged from 31 to 63 percent. These equations are included in the computer application to allow easy comparison of results produced by the different methods. rnThe region-of-influence method calculates multivariable regression equations for each ungaged site and recurrence interval using basin characteristics from 60 similar gages selected from the study area. Explanatory variables that may be used in prediction equations computed by the region-of-influence method include contributing drainage area, main-channel slope, a climate factor, and a physiographic-region factor. Average deleted-residual prediction errors for the region-of-influence method tended to be slightly smaller than those for the regional-regression methods and ranged from 27 to 62 percent.
机译:已经开发出田纳西州未管制,未塞水的河流和溪流的最新洪水频率预测方法。预测方法包括区域回归方程式和更新的影响区域方法。预测方法是根据不规则河流流域总流量为1%至约30%的流域流量记录而开发的。但是,这些方法不应在水力有效的不渗透区域大于10%的高度发达或受雨水冲刷的盆地中使用。这些方法可用于估算田纳西州大部分不受管制的乡村河流的2年,5年,10年,25年,50年,100年和500年的复发间隔洪水。开发了一种计算机应用程序,它可以自动计算田纳西州未经调节的,未使用的河流的洪水频率。区域回归方法是通过使用单变量和多变量回归分析得出的。贡献排水面积是单变量方程中使用的解释变量。排水面积,主河道坡度和气候因子是多变量方程式中使用的解释变量。单变量方程的平均删除残差预测误差范围为32%至65%。多变量方程的平均删除残差预测误差范围为31%到63%。这些方程式包含在计算机应用程序中,可以轻松比较不同方法产生的结果。 rn影响范围方法使用从研究区域选择的60个相似量具的流域特征,为每个未手术部位和复发间隔计算多元回归方程。可以在通过影响区域方法计算的预测方程式中使用的解释变量包括贡献流域面积,主渠道坡度,气候因子和自然地理因子。影响区域方法的平均删除残差预测误差倾向于比区域回归方法的平均残差预测误差小一些,范围在27%至62%之间。

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